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HomeMy WebLinkAbout37472-Z o�gO F 4,r- Town of Southold Annex 7/16/2013 y P.O.Box 1179 54375 Main Road Southold,New York 11971 �lpl jo i'�?7.SYD'll�lY CERTIFICATE OF OCCUPANCY No: 36399 Date: 7/16/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2245 LITTLE PEC BAY LA, SOUTHOLD, SCTM#: 473889 Sec/Block/Lot: 90.4-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/12/2010 pursuant to which Building Permit No. 37472 dated 8/27/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including finished basement, covered front porch and rear deck addition, to an existing one family dwelling as applied for. The certificate is issued to THOMAS&MARGARET PROKOP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37472 1/29/13 PLUMBERS CERTIFICATION DATED 7/11/13 tchogue East Plumbing G A o 'ed gnatu e TOWN OF SOUTHOLD �SUFFO(,��oGy' BUILDING DEPARTMENT �O TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37472 Date: 8/27/2012 Permission is hereby granted to: THOMAS & MARGARET PROKOP 2245 LITTLE PECONIC BAY LANE SOUTHOLD, NY 11971 To: ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC & TRUSTEES.REPLACES EXP. BP # 35387 At premises located at: 2245 LITTLE PECONIC BAY LANE SCTM # 473889 Sec/Block/Lot# 90.-1-16 Pursuant to application dated 3/12/2010 and approved by the Building Inspector. To expire on 2/27/2014. Fees: PERMIT RENEWAL $92.25 Total: $92.25 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35387 Z Date MARCH 12, 2010 Permission is hereby granted to: THOMAS & MARGARET PROKOP 2245 LITTLE PECONICBAY LA SOUTHOLD,NY 11971 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC & TRUSTEES.REPLACES EXP. BP $# 31597 at premises located at 2245 LITTLE PECONIC BAY LA SOUTHOLD County Tax Map No. 473889 Section 090 Block 0001 Lot No. 016 pursuant to application dated MARCH 12, 2010 and approved by the Building Inspector to expire on SEPTEMBER 12, 2011 . Fee $ 184 . 50 Au horized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT ✓� Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31597 Z Date NOVEMBER 14, 2005 Permission is hereby granted to: THOMAS & WF PROKOP 2245 LITTLE PECONICBAY LA SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES at premises located at 2245 LITTLE PECONIC BAY LA SOUTHOLD County Tax Map No. 473889 Section 090 Block 0001 Lot No. 016 pursuant to application dated NOVEMBER 9, 2005 and approved by the Building Inspector to expire on MAY 14, 2007 . Fee $ 184 . 50 C Aut rij d ignature ORIGINAL Rev. 5/8/02 q �5�)-c) l Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be'-filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval ofeleetrical installation from Board of Fire Underwriters. 4. 'Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from:'architect or engineer responsible for the building. 6. Submit'Planning Board Approval-of completed site plan requirements. B. For existing buildings(prior lo4pril 9, 1957)'non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector'shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date.X �J 0- 2.U % 3 New Construction: Old or Pre-existirg Building: (check one) Location of Property 22y� N4,e- P1_CS1«' House No. ` Street Hamlet Owner or Owners of Pro P y=ert 6'A .I Suffolk County Tax Map No 1000,Section �� Block Lot •1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board-Approval.: Request for: Temporary.Certificate- Final Certificate: (check one) Fee Submitted:$ - Apple Si nature Town Hall Annex o�OS11FFQ[4,�oGy Telephone(631) 765-1802 54375 Main Road g Fax (631) 765-9502 Cn P.O. Box 1179 oy • O�� Southold, NY 11971-0959 �j�l �.� roger.rlchert cD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Tom Prokop Address: 2245 Little Peconic Bay Lane City:Southold St: NY Zip: 11971 Building Permit#: 37472 Section: 90 Block: 1 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures TVSS HOther Equipment: entry way, and top floor loft. Notes: Inspector Signature: Date: Jan 29 2013 Electrical Certificate.xls so�ro Town Hall Annex Telephone(631).76571802 54375 Main Road Fax(631).765-9502 PA.Box 1179 G Southold,New York 1.1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: Za Building Permit No. r?�-7 -t Owner: ll go) (Please print) Plumber: �J �},Sfvtd-,�( Cl/�G K CA! (Please print) I certify that the solder used in.the water supply system contains less.fhan 2/10 of I0/q lead. (Plumbers Signature) Sworn to before me this day of 20L _ CONNIE D.BUNCH Notary PubliC,�1Ji'� Comity Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2!�J) Lv OF SO(/T�,OIo �yC0UH1`h INr TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-.PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) f REMARKS: DATE G INSPECTOR SOUTyo Comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC ROUGH) [ ] ELECTRICAL (FINAL) L r REM 7�- ` r DATE INSPECTOR Zoo'L pF SOUT�OIo 31-5-7 7 �- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION >,[ "�OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: y DATE �� �a INSPECTOR /G OF SOUTyolo � 97 courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. X, rFOUNDATION 2ND [ ] INSULATION ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a L4 E DATE ��� f a �" INSPECTOR ?i" 72 DOE SOUj �ycOUtdi'1,�`� TOWN OF UTHOLD BUILDING EPT. 765-1802 N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c r DATE INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive j Mattituck,N.Y. 11952 ! rl 14 e a 631 298-7116 9 F. r ^r 1. Li To: Town of Southold Building Dept. Date: September 13, 2006 Re: Insulation Inspection Prokop 2245 Little Peconic Bay La. Southold,NY 11901 Permit#31597 To Whom It May Concern: After an Insulation inspection was performed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. �.Dle8p, O cq- incerely fiOA'�'O, p72' �'c, ` �n�e J. Deerkoski � ��S FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ` y -------------------------------------- u or FOUNDATION (2ND) z 0 ROUGH FRAMING& 7— PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE (- .l RN G ti FINAL tl ANITIdNAL COMMEN '>v rI_ U W � Z e � m H C t�7 b H TOWN OF SOUTH BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPAR ( 4 j Do you have or need the following,before applying? TOWN HALL rl + n 1 ++ ! i Board of Health SOUTHOLD,NY 11 �.� :` J�f 9 2005 { 4sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 ;;=;c; Survey www.northfork.net/ o athoY �JiPERMTTaL�TO�!_1]^ S Check Septic Form S Trustees D.E.C. Trustees Examined 20 '' Contact: Approved 20� Mail to: Disapproved a/c i Phone: Expiration 120 B Q ector — APPLICATION FOR BUILDING PERMIT Date 120 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing cod regulations,and to admit authorized inspectors on premises and in building for necessary inspections. TT (Signature of appflicant or name,if a corporation) (Mailing address of applicant) • State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder H/TECr L16,(AlT Q Name of owner of premises /lpr'iA S V /rAg Gp'e (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. kl�L Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on whi?proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot f Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work _4. Estimated Cost ��5.1i 0.0 C2 Fee (Description) (To be paid on filing this application) S. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,-if any:Front ;S-4 Rear S6 Depth Height Z9 Number of Stories S- Dimensions^f came structure with'alterations or additions:•Front �� Rear S8 Depth .60 Height o,Q Number of Stories 2.s 8. Dimensions of entire new construction:Front Rear Depth Height Number of.Stories 9. Size of lot:Front fa 7 Rear epth zl,{4 3' 10.Date of Purchase Name of Former Owner. . 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES—NO 13.Will lot be re-graded?YES_NO W 1 excess fill be'removed fro premises?YES NO 22.Yd-Ln;cE�rr�w,� - 14.Names of Owner of premises 4o/Lod' Address So u�+v�o phone No.. Name of Architect Address"9196iyi ,;S6Jr"-0 Phone No 761= r1A�.T Name of Contractor - Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a.freshwater.wetland?,*YES 1.�NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS Y BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES ✓ NO `IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. ' STATE OF NEW YORE) (�1y SS: / COUNTY OF`1 tJFITL ) 04'e"-ff- ^/ 't 79A,06 being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Heis the_ XACHiTEcT Aa,F.+ii (Contractor,Agent,Corporate fftcer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of leis knowledge and;belief;and that the work will be performed in the manner set forth in the application filed therewith. Swor�nn to before me this 7iK dayof itJo✓G�rfSE/L 200,E �NtaryPublic Signature of Applicant I3arbam X Strong NOTARY PUBLIC, New York No. 4730095 Qualified - Suffolk County .amrm Expires July 31, 00 °a'' - ...,, '-� ;Q � i; •�a�',g�Y �" `� -, �, .t�'i ice. �' � �� ...�yi�. ;-�;�'C«• . s .. .,rrt ._.._rL�Tr .rtC'._ tir.� .. _r:.4!-r.'... ...'.r. _ -, t R• Board Of Southold Town Trustees - y « 1 s SOUTHOLD, NEW YORK SOS DATE Sept. 24,....�003 O .... ........ . ....... .. ..... PERMIT N . ... .............. .........THOMAS `& PEGGY...PROKQP............................................ ISSUED TO R� ` Pursuant to the provisions of Chapter 615 of the Laws of. ,c the State of New York, 1893; and Chapter 404 of the Laws of the r« �< State of New York 1952; and the Southold Town Ordinance en- ;; � titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS ;�. IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL -OR OTHER MATERIALS FROM LANDS UNDER TOWN•WATERS;!..' and in accordance with the ' Resolution of The Board adopted at a meeting held on Sept.....24th 20.0.3..:.., and in consideration of the sum of $_5,0-;flfl..•..•-••••• pay by G.�rr.e.tt...A...:.Strang....Architect—on..behalf...of"'Thomiag..& :Peggy 1� rokop Southold tz� o .......................................................................................... N. Y. and. subject to the z Terms and Conditions listed on the reverse side hereof, zy ^ ` :. of Southold Town Trustees authorizes and permits the following: 6 Wetland Permit for an elevated rear addition and moving the shed 90 feet from the wetlands as per plans dated 9/25/03 per Garrett A. Strang Architect. is all in accordance with the detailed specifications as presented in •the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these resents to be subscribed by a majority of the said Board as of this dafe. � �!'' -y'._"'t`�r._r`..cs f ae.t •'�- c-:ar='r��^_3�'_."G'v:�-:u7'1r..Gi:f+Ly��1�i't''f/ ., •`-`'^ � _ - ter*t ♦v� �.- a z x TERMS and CONDITIONS Thomas & Peggy Prokop The Permittee residing at 2245 Little Peconic Bay, Southold, N. y, as parr of the consideration for the is'svance of the Permit does understand and prescribe to the fol- lowing: 1: That the said Board of Trustees and the Town of Southold are released from ay and all damages, or clainos for damages, of suits arising directly oe indirectly as a result of any open- ation performed pursuant to this permit, and the aid Permittee will, at his or her own expen9e, defend any and all' such suits.'inidated by third parties, and the said Permittee assumes fall liability with respect thereto, to the complete'exclusion of the Board of Trustees of the Town of Southold 2. That this Permit is valid fora-period of 24 mos, which is considered to be the estimated time•required to complete the work involved, but'should,cirauiisrances warran�, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or'as long as the said Permittee wishes to'maintain the structure or#project involved, to provide evidence to anyone concerned that auth- orization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance'with.the provisions of the originating applicadon, maybe cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there-shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the.removal and/or alterations . in the location of the work herein authorised, or if, in the opinion of the Board of Trustees, the. work .shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work or project herein stated without expenses to the Town : of Southold. 8: That the said Board will be notified by the Petmittee of the completion.of the work Guth • orized. 9. That the Permittee will obtain all other permits and consents that may be required $up- plemental to this permit which may be subject to revoke upon failure to obtain same. Albert J.Krupski,President SO jy0 Town Hall James King,Vice-President ,`O 01 0 53095 Route 25 Artie Foster P.O.Box 1179 Ken Poliwoda Southold,New York 11971-0959 CA Peggy A.Dickerson OQ � Telephone(631)765-1892 CoUNT`1,� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 24, 2005 Garrett A. Strang, Architect P.O. Box 1412 Southold, NY 11971 RE: THOMAS & PEGGY PROKOP 2245 LITTLE PECONIC BAY LANE, SOUTHOLD SCTM#90-1-16 Dear Mr. Strang: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 24, 2005: RESOLVED that the Southold Town.Board..of Trustees grants a One-Year Extension to : Permit#5805 as issued on September 24, 2003. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, -Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims James F.King,President �QF SO0, Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O ��� 54375 Main Road P.O. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G ,r �` p@ Telephone(631) 765-1892 Michael J.Domino Fax(631) 765-6641 ��Or�4UNT1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0850C Date: May 2, 2013 THIS CERTIFIES that the elevated rear addition and moving of shed from wetlands At 2245 Little Peconic Bay Lane Southold New York Suffolk County Tax Map #90-1-16 Conforms to the.application for a Trustees Permit heretofore filed in this office Dated Auizust 22, 2003 pursuant to which Trustees Wetland Permit#5805 Dated September 24, 2003,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the elevated rear addition and moving of shed from wetlands. The certificate is issued to THOMAS &PEGGY PROKOP owners of the aforesaid property. C uthorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03253/00001 January 15,2004 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the.Environmental Conservation Law I January 15,2009 TYPE OF PERMIT ■New ❑Renewal❑Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control Hazardous Waste Management ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27:Mined Land Management Reclamation ❑ Article 15,Title 15:Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild,Scenic and ❑ Articles 1,3, 17, 19, 27,37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑6NYCRR 608:Water Quality Certification ❑ Article 27,Title 7; 6NYCRR 360: Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Thomas and Peggy Proko 631 765-5455 ADDRESS OF PERMITTEE 2245 Little Peconic Bay Boulevard, Southold, NY 11971 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Garrett A. Strang, P.O. Box 1412, Southold, NY 11971 631 765-5455 NAME AND ADDRESS OF PROJECT/FACILITY Prokop property, 2245 Little Peconic Bay Boulevard, Southold, NY 11971 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold West Lake DESCRIPTION OF AUTHORIZED ACTIVITY: Remove 45' x 20' concrete patio. Construct front porch and entryway, 12' x 14' shed, and 180 sq. ft. deck addition. All work must be done in accordance with the attached plan prepared by Garrett A. Strang last revised November 19, 2003 and stamped approved by NYSDEC on January 15, 2004. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see_page 2 &3) and any Special Conditions (see page 4+) included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Geor e W. Hammarth SLA Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE ` � �� January 15 2004 Page 1 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland)and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 2. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 3. The storage of construction equipment and materials shall be confined to within the existing driveway. 4. Necessary erosion control measures i.e., haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed.area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. 5. Roof runoff must be directed to drywells a minimum of 75 linear feet landward of the most landward edge of the tidal wetland boundary, and must be installed a minimum of 2 feet above seasonal high groundwater. 6. This permit does not authorize any alteration, expansion or replacement of existing septic systems. 7. The area from which the existing concrete patio is to be removed shall be planted with non-fertilizer dependent shrubs and/or grasses. DEC PERMIT NUMBER 1-4738-03253/00001 PAGE 2 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's undertaking of activities or operation and maintenance of-the facility or facilities authorized by the permit in compliance or non compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent acts. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the.activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Depart- ment representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities(HWMF),major Air Pollution Control(APC)and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER TPAGE 3 OF 4 1-4738-03253/00001 a NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLES), 24, 25, 34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to tHb State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. 9. - At least_48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top . portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by Garrett A. Strang last revised November 19, 2003. DEC PERMIT NUMBER 1-4738-03253/00001 PAGE 4 OF 4 0 so�jyol 0 Town Hall Annex 54375 Main Road 4el o6 ) -1lL�P.O.Box 1179r0 aWn.SOU 0 n S Southold,NY 11971-0959 Oly�, JAN 18 2013 OUNT`I, BUILDING DEPARTMENT TOWN OF F SOUTH OLD OLD TOWN OF SOUTHOLD _ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: m 1Pf�ro JGo P Date: Company Name: it Name: - o t9 6,=a 6;0A License No.: -,6-5- Address: , o , �o�c o2 /6 A) V/ 11971 Phone No.: ,lv 3/ 76 s'- JOBSITE INFORMATION.: (`Indicates required information) *Name: T m P�f flc0� *Address: VS Zi7Tr.-fr- �,ECCi✓%C. Q/,1 Y GaN.--- 1,r4oe-P *Cross Street: 41-1 L. SAIo/l—.,aS *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) S'tJ(Ltl� MP, PJ rOLJ 7-AA A)� (Please Circle All That Apply) *Is job ready for inspection: YES O Rough In Final *Do you need a Temp Certificate: YES N Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION "A TI" G'1 L L / ie S 576- -7, O SS/ r o 82-Request for Inspection Form `o v� o��oF so�lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l� �� COUNT`(, BUILDING DEPARTMENT TOWN OF SOUTHOLD July 9, 2013 Thomas & Margaret Prokop �4L ro 2245 Little Peconic Bay Lane Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) /Electrical Underwriters Certificate. (contact your electrician) ✓ A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37472 —Addition/Alterations LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631) 477-1652 mc � nOn� � i) C v December 3 2006 _w Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Residence Mr. Thomas Prokop 2245 Little Peconic Bay Lane Southold, NY 11971 Permit # 31597 To Whom It May Concern: I have inspected the above mentioned residence with reference to the metal strapping and framing and found both are in accordance with the New York State Building Department and the Southold Town Building Department Code. Sincerely, Lawrence M. Tuthill, P.E. �IT- 4 Z �� 0322�4 *pF SO(/jyo Town Hall Annex l Telephone(63 l)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Vs Q Southold,New York 1 1 97 1-0959 KyeOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 24th, 2009 FIRST NOTICE Thomas d Peggy Prokop 2245 Little Peconic Bay Lane Southold, N.Y. 11971 RE 2245 Little Peconic Bay La. (Addition Alterations) SCTiVI: #1000-90.-1-16 Dear Mr. d Mrs Prokop, Please be advised that your Building Permit#31597issued November 14,2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of$184.50. at that time.we can schedule an inspection by one of our Building Inspector's If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �Q Southold,New York 11971-0959 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE February 161h 2010 Thomas & Peggy Prokop 2245 Little Peconic Bay Lane Southold, N.Y. 11971 RE: 2245 Little Peconic Bay La. (ADDITION/ALTERATIONS) SCTM: # 1000-90.-1-16 To Whom It May Concern: Please be advised that your Building Permit # 31597 issued November 14th, 2005 and has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $184.50: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT ?00� ?0820 000�' a2Z Southold Town Building Department o�OguEFaLKco� P.O.Box 1179 Permit#: 35387 54375 Main Road - o _ Southold,New York 11971 Permit Date: 3/12/2010 4,o �ao�.0 (631)765-1802 Expiration Date: 9/12/2011 \� Parcel ID: 90.4-16 BUILDING PERMIT RENEWAL LETTER Dated: 8/3/2012 Applicant: THOMAS &MARGARET PROKOP Location: 2245 LITTLE PECONIC BAY LANE Work Description: ADDITION/ALTERATION ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC &TRUSTEES.REPLACES EXP. BP#31597 A FEE OF $92.25 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: THOMAS & MARGARET PROKOP Address: 2245 LITTLE PECONIC BAY LANE SOUTHOLD,NY 11971 - The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. - -- --------- - No work is permitted or authoriz SECTIONDELIVERY ,# SENDER: COMPLETE THIS SECTION COMPLETE THIS ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. / [3 Agent ■ Print your name and address on the reverse ) Addressee so that we can-return the card to you. , eceived by(Punte C. 0 Delivery i ■ Attach this card to the back of the mailpiece, fib or on the front if space permits. ` ❑ D. Is delivery address d' ere t from it'er��I�„ 1. Article Addressed to: 3 tS9� If YES,enter delivery d ss below: PA,k�f �SRS i 3. Service Type ❑Certified Mail ❑Express Mall ❑Registered ❑Return Receipt for Merchandise ` ❑Insured Mail ❑C.O.D. THANK YOU, 4. Restricted Delivery?(Extra Fee) ❑Yes 1 2. Article Number ! (Transfer from service label)— SOUTHOLD TOWN BUILDIN( PS form:3811,February 2004. Domestic Return Receipt 102595-02-M-1540 k I ' OT s n o O \ 61> 2s2�' \ 9s -00 e � I 3 R.R. fie1>0 CC l�j �OT �y �o• y \ l n \�4r \9 a O — _ 50.7 a 0 ° (14 aoic q 0) I � nl � p \ wood % O c.. r m e Fclo SURVEY OF PROPER T Y AT SOUTHOLD TOWN OF SOUTHOLD WETLANDS BOUNDARY DELINEATED BY SUFFOLK COUNTY, N. Y. DON METZGER (PECONIC SURVEYORS, P.C.) 1000 - 90 - 01 - 16 9125103 Scale: 1 = 30' FL ODD ZONES FROM FIRM July 25, 2003 36103CO167 G May 4, 1998 OCT. 2, 2003 r REvoaN, EocE of wEn.aros s cow WATER J LOT NUMBERS ARE REFERENCED TO " MAP OF CEDAR BEACH PARK" FILED I IN THE OFFICE OF THE SUFFOLK COUNTY I 0 S CLERK ON DEC. 20, 1927 AS MAP NO. 90 r v. OF IMP AREA =21,205 sq. ft to tie line C S�P� v► o�A � UPLAND AREA = 17,996 sq. ft. J f Go .�j� ANY AL TERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. G' "�► EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS ` C� HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ( 4(n. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR N.Y. WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW TERM " ALTERED BY PkCONIC S RVEYORS, P.C. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY (631) 765 - 5020 FAX (631) 765 - 1797 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED ' AND P. 0. BOX 909 ' BROUGHT - TO - DATE " ARE NOT IN COMPLIANCE WITH THE LAW. l230 TRA VELER STREET SOUTHOLD, N.Y. 11971 03--203 O 2s2 T p �Br 0 �9 ` 9S 9 e � 1 3 FR. �� N i ro ?0NOro W v Qj rTj 61> woo-' `v o O ST o F � SURVEY OF PROPER T Y AT SOUTHOLD TOWN OF SOUTHOLD. WETLANDS BOUNDARY DELINEATED BY SUFFOLK COUNTY,-N. Y. DON METZGER (PECONIC SURVEYORS, P.C.)9125103 1OOD - 90 - 01- 1E Scale. l = 30' FLOOD ZONES FROM FIRM July 25, 2003 36103CO167 G May 4, 1998 OCT. 21 2003 r REVOON,EDcE OF WEnLMW s LOW WATER) .ELEVATIONS ARE REFERENCED TO N.G.V.D. Nov. 15, 2005 (e%va-4'01-s LOT NUMBERS ARE REFERENCED TO " MAP OF CEDAR BEACH PARK" FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK ON DEC. 20, 1927 AS MAP NO. 90 �`'__ice,.- .�-=--•-�" ` , �, AREA =21,205 sq. ft to tie line l �; --- 1, �CIF NEIV UPLAND AREA = 17,996 Sq. ft. S.ME rOA ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION D OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR N Y.S. LIC. NO. 49618 WHOSE SIGNATURE APPEARS HEREON. -- _ ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY N V , P.C. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY AX (63I) 765 - 1797 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED . AND P. BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. 1230 R STREET SOUTHOLD, N.Y. 11971 03--203 Permit# Permit Date REScheck Software Version 3.7 Release 'I a Compliance Certificate Project Title: Alterations and Additions to Prokop Residence Report Date:11/16/05 Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 5% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 2245 Little Peconic Bay Blvd. Thomas and Margaret Prokop Garrett Strang Southold,NY 11971 Garrett A.Strang,Architect Garrett A.Strang,Architect 1230 Traveler St.,P.O.Box 1412 1230 Traveler Street,P.O.Box 1412 Southold,NY 11971 Southold,NY 11971 631-765-5455 631-765-5455 archtect@quixnet.net archtect@quixnet.net a c o x vi- iC. v•z v 1C .g v s v 3Sva. a Ceiling 1:Flat Ceiling or Scissor Truss: 563 38.0 0.0 17 Wall 1:Wood Frame, 16"o.c.: 920 21.0 0.0 47 Window 1:Wood Frame:Double Pane with Low-E: 45 0.390 18 Door 1:Solid: 59 0.330 19 Basement Wall 1:Solid Concrete*or Masonry: 230 11.0 0.0 16 Statement of Compliance:The proposed building represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in complia with t is Code. / �Ie // Builder esigner Company Name Date G�SZE ED ARRH/T T A. STRgti�� 9 015244 sTA�E'OF NE`N y�Eti ......................................................................................................................................................................................................................................... Alterations and Additions to Prokop Residence Page 1 of 1 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION - General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND i r REGULATIONS OF OF ALL OTHER AGENCIES HAVING JURISDICTION.CONTR', ACTOR N 0 T E S Wood: — - 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: D °AoK ASSOCIATES LLC 2. All structural wood shall be in accordance with the national design specifications folr wood construction — latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A residential & commercial design s engineering o consulting B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 4. Pre—manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone: 1631)167-6071 a. All trusses shall be "shaped" as shown on architectural cross sections, Westhampton Beach,New York 11978 fax: (631)466-3354 FIRE DEPARTMENT RULES AND REGULATIIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E-Mail: CArm8888@aol.com 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE.Erect and brace trusses in accordance to truss plate institute recommendations. Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC _- - _- BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 5, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, OWNERSHIP & USE OF DOCUMENTS: AND PAY ALL FEES REQUIRED BY THE (GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing, G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. a. All plywood shall be in accordance with the American Plywood Association (A1PA) specifications. These drawings and specifications including the 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain o>f face plys across supports CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE AILL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. to others or used in connection with any work 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better, 3. DUST CONTROL: or project other than for which they have been 5• THE CONTRACTOR SHALL BE RESPONS0LE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B, CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK. E = 1,600,000 PSI Fv = 95 PSI C, HEAVY DROP CLOTHS, 6. THE CONTRACTOR SHALL LAY OUT HIS (OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb — 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. ACCUMULATION. 9. Design values: 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS, B. EXCEPT LEGAL HOLIDAYS. 9. THE CONTRACTOR SHALL DO ALL CUTTIf\JG, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 10. ALL PIPING AND WIRING SHALL BE REM(OVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED, INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, AIRM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED, PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS, DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM1 & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD I ROOF DRAINAGE CALCULATIONS: SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE ALL VENTS ARE TO B E LOCATED AT THE REAR OF THE HOUSE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sqft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODEPATE 11 degrees YES 1984/1998 a ALL VENT PIPES ARI_: TO HAVE LEAD COATED COPPER SLEEVES / COVERS DESIGN CRITERIA ALL PLUMBING TO BE IN ACCORDANCE WITH THE PLUMBING CODE OF NEW YORK STATE. NOT REQUIREDON THEIS PROJECT, PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALL WORK WAS DONE WITHIN THE (in pounds per square foot) EXISTING ROOF STRUCTURE BASEMENT USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD USE OCCUPANCY EXTERIOR BALCONIES 60 10 11 3 " THROUGH R C)O E 3 " THROUGH ROOF ROOF RESIDENTIAL R-3 DECKS (f) 40 10 TYPE OF CONSTRUCTION (CHAPTEER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 3 " TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 3" V B LOFT FLOOR ATTICS WITH STORAGE (b,e) 20 10 3 " PROJECT: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 2 40 10 POWDER HEIGHT FIRE AREA 2 — ROOM 2 2" SLEEPING ROOMS 30 10 KITCHEN 2 " 2 ' P RO KO P HEIGHT, BUILDING. 3 2 >> MASTER THE VERTICAL DISTANCE STAIRS 3 BATHROOM FROM GRADE PLANE TO UNLIMITED AREA 40 (c) 10 THE AVERAGE HEIGHT WASHER D� SHOWER RESIDENCE OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 c 10 FIRST FLOOR SURFACE = N/A AS PER TABLE 503 ( ) „2 2 " 2 ., AS PER SECTION 502 OF ROOF 2 " 3 " 2" 2 " 2 " 2 2245 LITTLE PECONIC BAY BLVD THE BUILDING CODE OF 30 10 2 3 NEW YORK STATE. SOUTHOLD, NEW YORK 3 3" a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— 2 " 2 TOTAL HEIGHT FROM RIDGE TO GRADE N/A POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. 3„ 31, SINK `JV b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 2 3" BATHROOM LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 2 " DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING SHOWER OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 2 >, BASEMENT FLOOR DRAWING TITLE: ALL HOUSE FRAMING MATERIAL D OUGLAS FIR — LARCH #2 AND BETTER STRESSES. 2 " 3,> 2 " 2 " ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN GENERAL NOTES ACCORDANCE WITH SECTION R802.10.1. 3 „ 3„ 2 „ 3„ 4>, E.A. VENT 6 „ e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS C .O C . 0 . C .0 . ABOVE GRADE O. PLUMBING RISER DIAGRAM C . TABLE R402.2 3 " TO SCDHS APPROVED ., -- MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 3 " SEPTIC SYSTEM (r—; - % 1 = (r r; —1 `i+ I! `; , 4" CI T: DATE: HOUSE ; MINIMUM SPECIFIED PLUMBING RISER DIAGRAM (NTS) I AREAS OF STRUCTURE TRAP 152 sq. ft. I'a I '.s JUI`J 17 2013 l_, BASEMENT BEDROOM 15 COMPRESSION STRENGTH (a) (fc) ---- CRAWL SPACE TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL FIRST FLOOR NA SEVERE (b) �-- — P SECOND FLOOR NA T .<• .M !!''01 D BASEMENT WALLS, FOUNDATIONS AND OTHER _..____._.�__-_��:�_.— THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE SEAL: DATE: LOFT NA JUNE 08, 2013 OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ATTIC (HOUSE)(c) NA GRADE,EXCEPTNT GARAGE S AND NFLOOR SLABTERIOR S ON 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT N0: ATTIC (HOUSE)(b) NA �?� `�r, GARAGE NA O COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. yp 966-2013 NO SUBSTITUTIONS A�_ \ Li;E ,' �' DRAWN BY: ATTIC GARAGE a NA NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS All Framing Hardware Shown on these Plans ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �, ros BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. g ' UNDER FEDERAL COPYRIGHT LAW. aT <r# r�. F BDK BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Unless Otherwise Indicated, Is Simpson Strong— ; ;?; „ mot :b Cr uw CHECKED BY: PLANS MAY NOT BE REPRODUCED WITHOUT SCREENED PORCH NA Tie. No Substitutions are Approved or Authorized. 1.:, - _z EASTERN DECK NA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN EINGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. JJD c� t WESTERN DECK NA PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT C Due t0 the Relationships Of Framing FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF. . . , . `rJ ti SHEET NUMBER: F �'o �� THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) g Hardware DAK ASSOCIATES LLC �A 2 v FRONT PORCH NA SHEATHING NOTES: to the other Components of the Structure, any Rp�ESS�p�P SIDE PORCH NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THIE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 UNCOVERED ENTRANCES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer Contractor Assuming Responsibility for \(a) AT 28 DAYS PSI � 9 P Y Acceptance of these drawings does not authorize the right to build without J (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk Count Dept. DOB NUMBER: OF (c) CONCRETE IN THESE LOCATIONS ,THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL g g g Y p (b) WITH STORAGE CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR' BOX BEAM of Health Services, Town Building Departments, DEC, FEMA, etc. (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to ES J DEERKOSKI, PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. ( ) (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE construction. © D•A•K ASSOCIATES, LLc - f D o A-K ASSOCIATES LLc residential & commercial design°engineering°consulting 00 `V 506 Main Street phone; (6311 167-6071 Westhampton Beach,New York 11978 fax: (6311466-3354 EXISTING BEDROOM#1 E-Mail: CArm8888@ool.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: EXISTING EXISTING These drawings and specifications including the MEDIA BILLARD ideas, design and arrangements represented ROOM ❑ ROOM therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work El or project other than for which they have been prepared without written consent. EXISTING 15'-4" GARAGE Q ❑ EXISTING BEDROOM#2 CON- 0 Q GROUND FLOOR Verify Flush Header Above 2668 5068 BIFOLD CL 5/"x 3" Azek Casing 00 N Area to be Filled in With Conc. 2668 2068 OPENING OPENING 2668 Fire-toted oor LINEN _ TF Existing Conc. to Be Pinned to Existing New New Conc with (2) #5 Pins and Assembly as Grade A41v I� CW14L I Dbl 2x8 ACQ Buck EXISTING Per NYS. Code. - ' MECHANICAL Window II Window II Bolted to Conc. Wall WINE CLOSET EXISTING sxs ACQ WORK, NOTES: BATHR00 ROOM MECHANICAL CL. B DROOM LL II Deodmon Brace BEDROOM STORAGE EXISTING ROOM = 1 4X4 ACQ1111 OFFICE BASEMENT FLOOR - Deadman Grade ro Retaining walls constructed of ACQ 6x6 Ties 4" Gravel Min, UP 18" Sond Min. EXISTING BASEMENT FLOOR PLAN Provide the Following as Per NYS.Code Note: Insure Smoke Detectors Note: Sill of window must be Note: Provide Sill Seal and Termite Note: Provide an Egress Well with Inside are Installed Inside All Bedrooms Less than 44" AFF. Shedd Around Opening. Dimensinsion of no less than 36% 36". SCALE: 1/4"= 1'-0" And Just Outside the Bedroom as Note: Min, Clear opening Hgt. Per NYS. Code. 24" Note: Provide Grace Ice and Watersheild Note: Ladder will be Required :n Well 12'-52" 25'-62" 16' Mote: Min. Clear Opening Width Around Opening If the Depth Is 44 or Greater. Note: Insure a CO Detector has PSW6 PSW6 been Installed on each Floor as 20" Note: Provide Drip Cap Above Window Note: Totol Clear Opening to per NYS. Code Be Min. of 5.7 Sq/Ft. Bedroom Area = 151.74 sq/ft Note: All Casing to the set in a Water- Noturol Light Required = 12.14 sq/ft 1 w Proof Sealant Natural Light Provided = 13.10 sq/ft 4 —7� Natural Ventilation Required = 6.07 sq/ft Natural Ventilation Provided = 8.60 sq/ft 8066 Garage Door PSW6 PROJECT: S/D PROKOP S/D RESIDENCE ❑ EXISTING BEDROOM#1 6X6 ACQ 2245 LITTLE PECONIC BAY BLVD o Deadman Brace SOUTHOLD, NEW YORK EXISTING EXISTING y'" goly. Carriage Bolt MEDIA BILLARD 13'-3" 0;4 ACQ ROOM ❑ ROOM Existing Conc. to Be Pinned to Deadman New Conc with (2) 15 Pins Area to be Filled in With Conc.❑ 3'-5 '—�( II EXISTING 15'-4" DRAWING TITLE' un GARAGE `-i ° o � � r:Kv ❑ EXISTING BEDROOM#2 w w o J w � z , ,D BASEMENT FLOOR PLANS CDSHOWING EGRESS WINDOW n TO BE INSTALLED IN EXISTING 4X(4 ACQ 6X6 ACQ BEDROOM #2 S/D a Deadman Retaining Wall Y)" goly. Carriage Bolt SET: ISSUED FOR: DATE: s/D 2668 5068 BIFOLD DX6 ACQ S/D � S/D CL. Deeadman Brace N rFd' 2068 OPENING OPENING 2668 LINEN ' ^ ` F/L o Z � z SEAL.: DATE: EXISTING CXD EXISTING MECHANICAL = = I PROJECTNO:JUNE 08, 2013 WINE CLOSET BATHR00 HOTWATER ROOM =70 _� 966-2013 STORAGE STORAGE � � DRAWN BY: EXISTING �'-108" ° ` OFFICE sQLAR BDK 4'-7° k. " ' "' CHECKED BY: © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. _ a ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ;,f ;`,\ e z JJD UNDER FEDERAL COPYRIGHT LAW. ` \ ,A, �," ° �z" SHEET NUMBER: DP PLANS MAY NOT BE REPRODUCED WITHOUT ; WRITTEN AUTHORIZATION. �� o� � ° S, Al 01 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �" D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF NEWBASEMENT FLOOR PLAN Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES, Uc SCALE: 1/4"= 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. r a OED4p , POINT 7 . .. �pr� c��-r"�-� Gi^-"'t'`v.c..:....ram., "S�.� .i f.�'• _ '�>v I ' -T-I� 1,�t h+1 Ems- F'tir o J Ir c--t' . r� , O "w 1 TOWN or souT"mo .. "01w WEST w. n r y LAKE k ""' •Te W ~ is SOL INV a LAKE W it ok 20 / •,.� '� -'�.-`Gi 1'.�... t+', i _ w w. 72 ?J a •Jl7 + - iJ( l yL�N G-.g+i"y//.;Y_t:`^y i��_ _" �/y =" r, "•• w `` p n. 3 f ,. ,'ur �' .�'� I / Fl��G.+ll W V C:N'�..4___• ! �. � A b' � Iwr �, .N a .rr 'w •� , �y {. 80C .r. .1. s � h �v SITE DATA _ •., t '� c', ��� SITE AREA .487 ACRES - 21,205 SQ.FT. D UPLAND AREA .413 ACRES - 17,796 SO. FT. TAX MAP# 1000 -90 -01 -16' FILED MAP DATA MAP OF CEDAR BEACH PARK FILED DECEMBER 20, 1927 AS #90 SOUTHOLD,TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ZONING R-40/RESIDENTIAL �� �''='` `� Lt..• Cf / FLOOD ZONE "AE" (elevation 8) and"X" WATER SUPPLY SUFFOLK COUNTY WATER AUTHORITY USE - EXISTING SINGLE FAMILY DWELLING PROPOSED SINGLE FAMILY DWELLING �• BUILDING AREA EXISTING 2,450 SO. FT: hN o .�v� ��>� / O PROPOSED - GfJr-J ♦? porch addition 240 SQ.FT. deck addition 156 SQ. FT. h• -- n N shed 100 SQ.FT. TOTAL 2,946 SQ. FT. LOT COVERAGE TOTAL 11l EXISTING 11.55% vv� m w ter- -T tt <' PROPOSED 13.89°l0 ---�- -- --- --- - _ -`- - LOT COVERAGE UPLAND EXISTING 13.77% PROPOSED 16.55% TOTAL IMPERVIOUS BUILDING & PAVED AREAS h ,% EXISTING 3,350 SQ. FT. f 1 " A E �" \ 'r " PROPOSED 3,426 SO. FT. TOTAL IMPERVIOUS LOT COVERAGE UPLAND EXISTING 18.82% PROPOSED 19.25% OWNER THOMAS AND PEGGY PROKOP ��'_.--%.�•,- 1,......- lam:_..- l " -' ',��' " 2245 LITTLE PECONIC BAY BLVD. SOUTHOLD, NY 11971 TITLEp NOTE : GARRETT A . STRANG '�+-��..-� ;,r� ✓ ��"v� '�"' l i�x� � -�' � � �R,.� LOCATION r 1 - 'F :�.r"r!'. ♦. ! t' THE EDGE C WETLANDS AND LOW WATER LINE WAS DETERMINED architect -...- v �.�.=1 <_V �BY PECOMC SURVEYORS, P.C.,SOUTHOLD, NY, DATED: SEPT.25, 2003 • SCALE y .dr } r7 REVISED DRAWING No 1230 Traveler Street Southold N.Y. 11971 ry., y_ r atom__- .,-� a .;�, .::� NOTE : DATE �" / I 1 ^-- y _ THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FRO",1 A SURVEY MADE BY PECONIC SURVEYORS, P.C.,SOUTHOLD, NY, 631 - 765 - 5455 DRAWN©Y�, �„ _ , ♦..,, �� „ -t'F . DATED: JULY 25, ZO03 PROJECT NS f , �fD4R 1 ,a y - 27 ., TO"Or SOVTKXD 141 r > ^ cam• '+_i - 4.S•tU WEST r ' ` WE VL 1 9.1 • nr, l,�Ir tV'3G�� ` `" �� F...F t''w y e+. • m „` iI? ' t.Suc/ 1 ku . to � Lat•a"�.: t"!."1`l.'> `fa..." .•. . . • ,, . r a. M „, r. � a. _..-_... SITE DATA SITE AREA .487 ACRES 21,205 SQ.FT. - UPLAND AREA .413 ACRES - 17,796 SQ. FT. `4 z. `J!} �+ '<. �, d/y,o. ` mot' �''•f,,,, .:!'%,�-' r� ~`` ,. ... TAX MAP# 1000 -so -Oi -16 _ T `' '�► :,' FILED MAP DATA MAP OF CEDAR BEACH PARK FILED DECEMBER 20, 1927 AS #90. Z It SOUTHOLD,TOWN OF SOUTHOLD t � ' �7 o, / •.. '' SUFFOLK COUNTY,NEW YORK ZONING R-40/R�IDENTIAL FLOOD ZONE "AE" (elevation 8) and"X" ' ��, n,!?•.,'�. , \ J WATER SUPPLY SUFFOLK COUNTY WATER AUTHORITY USE . . ' y o r EXISTING SINGLE FAMILY DWELLING "���; %; PROPOSED SINGLE FAMILY DWELLING BUILDING AREA EXISTING 2,450 SO.FT. PROPOSED t/ porch addition 240 SQ.FT. ` ' ✓ "� deck addition 156 SO.FT. shed 100 SQ. FT. TOTAL 2,946 SQ. FT. LOT COVERAGE TOTAL r 11� V EXISTING 11.55% PROPOSED 13.89% i vv cac.f.•v . t -r i _ LOT L COVERAGE UPLAND UT t L"t EXISTING 13.77% , UT,+.r-r .✓� ? �' L:� -' PROPOSED 16.55% L-is _ _.. . TOTAL IMPERVIOUS BUILDING &PAVED AREAS EXISTING 3,350 SO.FT. t � � �� ` ` f�� � � .•�� .t-"� PROPOSED 3,426 SQ.FT. TOTAL IMPERVIOUS LOT COVERAGE UPLAND EXISTING .18.92% PROPOSED 19.25% OWNER THOP1?AS AND PEGGY PROKOP -x 2245 LITTLE PECONIC BAY BLVD. SOUTHOLD, NY 11971 TITLE ;r.-',•'_ '.•- .•t' 'ARC ED _..� �.. 41 I,.,✓— t BRH s G% --- _ \S� /TF •,' "�.'ram AZT A. STR C� GARRETT A . .,,' ' o • �, � Y i NOTE : LOCATION ` a.•. 1. 4 *. «"r� .. -1..,. : ,/+l7 �—dI• �. ''•P. a' 'T°' . 4"a li t b C ' r. ►- =" ' - '�`� }— i ..r "d=' *�. -_r. THE EDGE OF WETLANDS AND LOW WA�('ER LINE WAS DETERMINED r' C h 1 �' - t.1 BY PECONIC SURVEYORS,P.C.,SOUTHOLD, NY,DATED: SEPT.25, 2003 SCALE/ z." ,�:. .I-�•�,- REVISED «_^ e r ; . DRAWING No f 1230 Traveler Street Southold N.Y. 11971 f. - _ • s -yy DATE j°. ^•" ' ' +-...J " NOTE: 015244 �� '/ i t f• ?'.-U, "- I ;- s,,$ .-. , .. _ THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FROM sTgTf OF NE`N 631 - 765 - 5455 DRAWN BY f M _ *` _ s•""' _ :�• +c.".--�.• .r A SURVEY MADE BY PECONIC SURVEYORS, P.C.,SOUTHOLD, NY, PROJECT N? DATED: JULY 25, 2003 ' 1 .a BUILDING PLANNING DESIGN CRITERIA UNDERW'RiTERS CERTIFICATE Design Loads Design Loads Ground Wind Seismic Subject to Damage From Winter Design Ice Shield Flood REQUIRED COMPLY WITH ALL CODES OF Dead Live Snow Design Temp. Underlayment Hazards NEW YCRK STATE & TOWN CODES Roof Attic Floor Floor Roof Attic Floor FFloor Load Speed Exposure Category Weathering Frost Line Termite Decay AP EIIE1 AS NOTED AS REQUIRED A��D COND'TIONS OF sf sf 2 sf 1 sf sf sf 2 sf '1 sf mph Depth e 2 / 10 10 15 ,, 15 45 10 40 50 45 sf 120 C B Severe 3'-0" Moderate Slight/Moderate 11 De rees Re uired AE-e1.8'& X 3� DATE: B.P.# -671v7 �!C?0' '"k Z�P. FEE BY: PLANNING BOARD NOT FY BUILDING DEPARTMENT AT Spy"ripLG TOWN TRUSTEES 765-1802 8 AM TO 4 PM FOR THE GENERAL .PROJECT DATA FOLLOWING INSPECTIONS: N.Y.S.DEC Nature of the Work Building Use Occupancy Classification Building Height Fire Area Construction Type Design Criteria 1. FOUNDATION - TWO REQUIRED Alteration & Addition Single Family Residence R -3 27 feet 576 sq.ft. V-b AF&PA WCFM 1995 FOR POURED CONCRETE High Wind Edition 2. ROUGH - FRAMING & PLUMBING OCCUPANCY OR 3. INSULATION USE IS UNLAWFUL 4 BE COMPLFINAL - ETE RORTC C.O.ION MUST ALL CONSTRUCTION SHALL MEET THE WITHOUT CERTIFICATE / REQUIREMENTS OF THE CODES OF NEW OF OCCUPANCY \ YORK STATE. NOT RESPONSIBLE FOR / \ DESIGN OR CONSTRUCTION ERRORS. FLOOD ZONE . \ RETAIN STORM WATER RUNOFF COMPLY WITH CHA ER 46 FLOOD DAMAGE PREVENTION (� I PURSUANT TO SECTION 45-10C SOUTHOLD TOWN CODE. ' OF THE TOWN CODE. ALL CONSTRUCTION SHALL I MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. tom--•- . I •� l i� !/ + I - - -) CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. I FOUNDATION NOTES _ �t ► I h-7 1-- --,in -'T' 1. All footings shall bear upon undisturbed soil having ari assumed bearing capacity of 4,000 p.s.f. \��/--fit-► t�+e. I t/z G ia,u P.c Y���a IBearing capacity of soil is to be verified by the contractor prior to placement of footings. Z� � '`��', ✓� 4-i 1=/�---r H ► 1 4 Gr 1Z p d 2. The Contractor is to verify all field conditions prior to beginning of construction and is to report 1-i a''� t� r-t -`t-r -�r t<� any and all discrepancies to the Architect immediately. 3. All construc'iion must comply with all national, state and local codes, latest editions. - Grt` j�'' --- J I l; 2 .� '� ;>Gg ta_ s 4. All concrete construction must conform to the American.Concrete Institute's "BUILDING CODE M; j } Tv �� �� �j� L I REQUIREMENTS FOR REINFORCED CONCRETE" ACI.318, latest edition. 5. All masonry work shall conform with"NATIONAL CONCRETE MASONRY ASSOCIATIONuvL.L U �� I STANDARDS' latest edition. il 1' Goy U/�N T� N N I.-1 LI I, IGr G( _E,-1'..-T �StZl r'{: r .�� � ►�crTJr�f G.I �v. I T_6. The ultimate compressive strength of concrete at 28 days be: 1 � P 9 Y d t� �-: Foundation & Footings - 3,000 p.s.i. 'l. ` © � ' 17 rt-► U 5 1 � C ; _ - - - _ - c v✓r-+ Floors & Slabs - 2,500 p.s.i. 7. All concrete slabs will have expansion and control joints as required. ui,�`t-.-:.� i6r I ; `._.,, 1 I r�T-- /•- F G. - „ 8. All foundation walls must have%" diameter-by 10" long(minimum)galvanizdcTanchor bolts for `r"r' r7I� "�-t- 5E:.-k- - � �" � I S.•�P_T" i`T- P.C.foundations or 18"long(minimum)galvanized anchor bolts for C.M.U.foundations with 3" - x 3" x'h"washers and properly sized nuts spaced no greater than 6'-0"on center with a minimum penetration of 7" into concrete or 15"into C.M.U. Anchor bolts to be placed 4" in F-1►-► . �� ! T art G •t t-I mac, , J!<:.`T rt�� iJvTt✓t� 2 12 from face of foundation wall, 12" max.from corners and 6"min-.12" max.from ends or splices 4 t'A.V c.. f �� 7`• ���_J k rl -- of plates. .,.,,, .. ... . „ + ._ h _ `'-- Gt,•':--,6--1�- -i�?t ice. "t'��._ e�w i--1 E._tZ.---�'/ 9. All post footings must have proper post anchors as shown on drawings and details. These \ 2w t O r-�.aZ 4t products are to be manufactured by Simpson Strong Tie,be fabricated from stainless steel o t-� •r'��T 5 �'�'_-�`� <.�x..��- t� \vi T�t_v cr t�-t N Gt , where aysllable,or otherwise be"Z-MAX"coated. All anchoring bolts must be imbedded 10" minimum into concrete footings vz- 2 ac8 r"L-CJ�� F-1 .G.1 Cc=t��17 E.1 M t='/�i i d F--4 !.\►-•� G}-t O�-t�'p '� 'Y' G T"J �. X l<� .,r► t r--1 G "{`Y P l G b,:L 1G.�' t^. a.-!`?' t I_t < ;1 t� lr X-T�-Tom-1 G L'- F"t �i E.t_-�.G T •D t- `c' J G 1 2-`5" EE.. --�tt-4•� � � A NG Hvrz"E•v , 0 . 4' �i!0� s�'�- 'i"�-�- c7�Y t- 1 \�/ "�. ?-1 O>--s: i"..'\tl.��i` p't_�,o tom.." 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G GQ .�°'t%s, �i-t'G l- 1=.t ��.F� f.tz t�t'� Z- ` i` ' �. r �� r> �' > ] f' •c� ., •1 , , .) , ►•''" 'T"C> fi...!.�G,,.E•'•-j'-�•-•"" 1. 1 ice t=- s�.'t'r•,•_,.. �."'C` o :`•" Y 3 ,� 1 ♦+ +� �'/i�ram. �-t f__4 . I G .. .G�7N G• .T l 1. l i 4�r �� .1'1�4,G7 ' rG? V i F-L-�rT� ,� f �� { _ .. �', L r=, _ ,_ ' t� X 1�`�')t t---i h� t`-1 -•i-..-t s� f•�--I-� . t G✓.' �+tr' -�- T"Y f', ls� J�/� .- -` I 4. 41 4-51 LEGEND T 1 TL E 3' �. dam - � A t_-- �� �`+' I c.:2 1`-••)• NOTE: ENTIRE PERiI'.4ETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING __ _ G E � "�°' A . � � � SYSTEM INSTALLED AS MANUFACTURED BY "GRACE","CARLISLE" OR APPROVED EQUAL. EXISTING WORK ,. --- - t -•--r� �-- �? � � �_-- �'=r ( � >>-�.. )--1 �". TOBEREMOVED ------- LOCATION 2- *9- l..- b`r z"l"► tc� r :7�..tt4. �,,..-.{ 1r1�'�/ r architect _ EXISTING WORK 15 a � '�" L-"i r� t-_ t� I-••� .. �.� G rm f! NOTE: Contractor to provide and install '/2"'diameter by 10"long (minimum)galvanized anchor bolts for NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID BEARINGSouthold SCALE REVIS ED DRAWING N9 P.C.foundations or 19"long (minimum)gallvanized anchor bolts for C.M.U.foundations with 3" x 3" x'/." BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION INALL, PIER OR STEEL COLUMN IN TO REMAIN 12 30 T ra v e t•e r Street SOu t hOld N.Y. 11971 �1' washers and properly sized nuts spaced no►greater than 6'-0"on center with a minimum penetration of 7" BASEMENT AND/OR CRAWL SPACE AREAS. DATE �_ Z. _��. into concrete or 15" into C.M.U. Anchor bollts to be placed 4"in from face of foundation wall, 12"max. NEW WORK TO = 6 31 765 - 5455 } from comers and 6"min.- 12"max.from entds or splices of plates. SE INSTALLED DRAWN er PROJECT N Q �, ry , F-• ' NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A NIGH WILD RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. .r �• .._ F•,o. : O O Z 7-14 G. 1 G FA H 1- 'T-c.-H. c t-! U► r.-ram r�� N u 1 Ira r- `t' 0 , ILId �- i'5/4 x 7/4- (/�Iv...t ,�- C x \Y1'F' t.t.D\Vi ' lc �TJC�✓a�. A-3 4-f G. "!"drY r,1 �-�•`1'4, �-.v,p' lip: 1•' F" 1�A `t�E.��x � , I _ A•3 4 '�1✓L �- 'g �4- !'is+t=l -I� x n i)j i ) , .( , - 6.!o Net ! ! I ! .! A / Ll►-t .7 F L•?�T' 1p �'-D 4-O/z _ Z- 1.! 4 - 9 r'1 4 1G . __ 'F'r3•'tom" —_-- _ _2e. z-.F.s.ia�� ��� - it I NEW INTERCONNECTED FIRE DETECTION DEVICE 3 ;7 4 r-t7 �.r- � -E-j�a`� u� '� 5D '—" WITH AUDIBLE ALARM INSTALLED AS PER CODE A•! u.s.e.t v S�4.1 r_. >✓-x 1 c.-r 1,._I C4 1 x 'fat.-1.-J•�►..►4 "'!"" , tiJt C, jW r-tA-uu s3it Eil I / - t I rig L�2 ' A"3 Q ILA,W- r, 1$.-1 IL .� 'm� , -3 j OA "c .� t"4 P t� a LIGHT, VENTILATION AND EGRESS SCHEDULE - p-��,n Location Area Natural Natural Egress . , a , I ( sq. ft. Light Ventilation Window - Door A-1 Foyer, 252 15 sq.ft. 46.0 sq.ft. 40 sq.ft. , Stairwell 5.9% 18.3% 72"x80" 1 S G � -� '�+ Loft 270 31.0 sq,ft. 22.1 sq.ft. 5.7 sq,ft. I 11.5% 8.2% 22"x`36" z . tso NOTE: G'-3 _ CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL � WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. LEGEND TITLE � 6 EXISTING WORK _.... .. GAR E T T A .. S T A �� MIR TOE3EREh7OVED ..__....... LOCATION :. A, t -h '"i t.- �� Z 't -c' :"'1 a iG.. {�•�...!' + . �. ,.�-- NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED 11►ITH SOLID BEARING F r r C h Pt (: '� BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN EXISTING WORK --------- dr: BASEMENT AND/OR CRAWL SPACE AREAS, SCALE y REVISED DRAWING Ne TO REMAIN _ 1230 Traveler Street Southold N.Y. 11971DATE NEWWORKTO - - 631 - 765 - 5455 DRAWNa9 Z+as r 13E INSTALLED PROJECT N9 t✓y 1 .! �,7 +' �,.y ' i - NOTE: NOTE: PROVIDE AND INSTALL"ICE &WATER SHIELD"AS MANUFACTURED BY GRACE OR GAF - A EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT 10ECHANICAL -• "STORM GUARD"AT ALL RAKE EDWES,EAVES,VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. A-3 'CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. r---t 1-0 _. _. . . .. ___-- _.._ !!' 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TY.T'!G-/�. tr._ w. . ;,. r•:1::- ,� t'zr- ems./14r_—v_ \ //•'.;,��,! ,rye :� \V,\V-1' 6 t-t 8/,r.C _._ ,•�,„,,..x , )��-.-.dG°•"'`.i'1 "-..--ate..-,• �.�•-.1>,.r T T'--�� � - ! A.i`( t C. F_-T Tom-- 7` 10 t\--,J '*A-A" TITLE 1 �C�� '�� 6' Y� 1 1 r�:-- '--- --... ._ we ♦ w• LOCATION 2 �' G'+' �, J"'�." I..i L-..r ''�' ••G�Cr''� Z!:'i • ,�".*J!`�.�"'!r .i "fj�\/ architect 1230 Traveler Street Southold N.Y. 11971 SCALE A �ert �� REVISED f may` DRAWING N� L DATE NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE ' 6 31* - 765 - 5455 DRAWN BY BACKCAULKED DURING INSTALLATION OF SIDING. PROJECT N° d •03 D.' i" NOTE: - - PROVIDE AND INSTALL"ICE &INATER SHIELD"AS-MANUFACTURED 13Y GRACE OR GAF NOTE: j i "STORM GUARD"AT ALL RAKE: EDGES, EAVES,VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WINO RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. A-3 CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE"SIZED AND INSTALLED iN ACCORDANCE WITH MANUFACTURERS ; SPECIFICATIONS. I i—x t .. T-!,-)C71 G is-. -V� h-t-K"'_ . .. .. • - , ' - - tt 1 ��/ ��v t=-I t,.s�• r�a.s i-t 1 4 u A x-� MY 4-:�"w t--1 _-_-.-_.__._ -' __.______._� - �u t nt 1,t_��./�A•"'1"�- ' f Of t..1���� Z s- lam- 1G'•�'/c. !,- t3���� '1✓/�.-•�Get/�- � I 7- `T-rr-I/�, f.9 �.L tLe P•4 2 '� Z x I J ..1•t /�..1(... t s.G 'Pt►/y.`t'�. G!J ►�.t'T: �d �'' .t ll�:'t�t.) 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U c:2 ,yt .,.�F'� °3 1,'.Y, p i�JB(,\,'fg',�-t •}I(� j) k�•{ 1 ',;,C,� �G/E'-+L��.�✓� I / 1{� �- �© I .K __-'__._'^.^'r _.'!. _._ ,s� '_ 4. t »_.... � . �, e"Y• '_-e.+_b 'u�,.���..�•fT_,^n-�-1�'_Z.'t��Y� ^"�`�, .� � �Z-s-x �1/�•,G,Yp. ��'. Th..T�'t�*- y� � 2-2-xG� NOTE: ALL JOINTS BETWEEN SIDING AND COFRNERBOARDS OR WiNDOW CASINGS ARE TO BE r?'- °". .. tL. '; E'er•is.T !N lJ L., ? ✓✓� h.-t G..\V S~�J�'1 l�4 .�F-1 BACKCAULKED DURING INSTALLATION OF SIDING. ,�•moT� u�`r-u tz� >TrJ t '1't ►J �-r 'f� .-� / -x Gt�l= t` !_►ti►� 1�.���LtA//. �����`` 4) A_+ It y�v :;M00 l-f N 4 L?► ! ' I 1 r�• r t- . J r-I 1 '/P> `t 4�GI !\�I/h ��.�.9G t. p l�X 1---T-1 t•,_14 �.'J F �N i t-1 Gr l-C-/��YE_.,- 1 Z 5 tJ F-it. 1 'G�- k�/?.C'1 iL 1;!?'L1 E p�'T' D 1-� ' �f 1� /5-•/!� 1 t�l G. 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I -- -- - Z x C.. 1 � • __....._.__—......__.._.. __.-..._. —'_'------- .f 3, �{) r:.�'4 i c,S j tJ' �{C'r-,_,(�f�'e,.1.JY r r_ '�'^�"� - ��- fJ T-1 �J f.r 1 N 4 _ __. - - _ - -___ -- _e_._.. __ _....H __.. —..__�_ �'.T�=t•r It7�. - �.� ., -i � !'„ -_ _ _ — \ L., i m- � X tS'T►r-7 4 S 7�G G.'7'V tzr.�. -- - _ — _ _.._.._- -.._._.. �. � _ -- _—_--___�-__------- ._._ _ _____�._�._ .�.. � _ __ -_.- . �"-.t� 1c-c. �;� •,-i•�.,:.� � ice- ..J <�,� v - �vr:- r-=� ____ _ o Jp¢, -,• `. f � K �,.,� 1 `•� ) "l�Yr' ..�F-1 \�/is..L.t�s� (E'' G t-.fir. <S*40 N a -ru t1 t-�- Z�c¢ rC b /s.,GQ Y..-'t' �, �•-��; '€'141 t�'.-his--t•r-p i/,,..t .�U L_ X,-r'tf P--1`�/O ►-J }�{j t_Oa' >`-i C-.�✓•:,�l•¢'„t .I- .G t��'� _ ` � Ira ru T(M �v. •/.1�; .�h t �• ��1 t_ , U,s.. t�'c c=- ��/is..'1'E-��•'i"t�a!?t°'-l t•--1�'=c �.Y.�"t:�.�C.. ------ ' 6 T 1 T L'E (/ , L...._,.r " l" --s' F' A-,Q : G A, � E T A . `� �' - may' -wp- tom•- LOCATION G. V 1 1 L 4..,,.o "'�'f+k<..�''ri�F..'!�°-� t C•...»' F '"IIR-..."`{✓ `gin'' •} . L''". �'C: 1 ' Cam.. - SCALE REVISED DRAWING H9 r /'� 1230 Traveler Street, Southold N.Y. 11971 DATE �. . _ �_ � C.,/ �f•'''�.� 6311- 765 - 5455 DRAWN9Y lrA � PROJECT NS e7 73: 07, �- GENERAL NOTES: _ NAIILING SCHEDULE FINISH SCHEDULE 1. Contractors work is to conform to all local ordinances and NYS Building and Energy Conservation Code, JOINT DESCRIPTION NUMBER OF NAIL SPACING ROOM FLOOR WALLS CEILING latest edition(s). NAILS BASEMENT FLOOR 2. All Electrical Plumbingand HVAC work shall be governed b all National, State and Local Codes, latest ROOF FRAMING , g y edition(s). RAFTER TO TOP PLATE (toe nailed) BASEMENT Match Existing '/a" Gyp Board,Tape and Spackle 3 Coats, '/2" Gyp Board,Tape and Spackle 3 Coats, 16"SPACING, 8' WALL HEIGHT 3-8d PER RAFTER Paint 3 coats White Ceiling Paint 3 coats 3. Contractor to supply and install fire detection devices on all levels as per code and carbon monoxide CEILING JOIST TO TOP PLATE (toe nailed) FIRST FLOOR detectors as per Suffolk County Sanitary Code "S760-1021". 16" SPACING, 8' WALL HEIGHT 3-8d PER JOIST _ CEILING JOIST TO PARALLEL RAFTER(face.- nailed) 5-16d EACH LAP " , ++ , ++ 4. All connections of water supply FOYER Ceramic Tile Installed on 3/4 mud with % Gyp Board,Tape and Spackle 3 Coats, /� Gyp Board,Tape and Spackle 3 Coats, pp y lines are to be made with 95/5 solder as approved by Suffolk County CEILING JOIST LAPS OVER PARTITIONS (face nailed) 5-16d EACH LAP C.T. Base. Size as per Owner. Plaint 3 coats White Ceiling paint 3 coats Department of Health Services with certificate of compliance provided upon completion. COLLAR TIE TO RAFTER (face nailed) 5- 10d PER TIE EACH END a 16" o/c � STAIRWELL Oak Treads and Risers with Clear Sealer. '/a" Gyp Board,Tape and Spackle 3 Coats, '/z" Gyp Board,Tape and Spackle 3 Coats,' BLOCKING TO RAFTER (toe nailed) 2-8d EACH END _ Or As Selected by Owner. Plaint 3 coats White Ceiling Paint 3 coats 5. Contractor(s) shall verify all field conditions and dimensions and will be responsible for same. Any RIM BOARD TO RAFTER (end nailed) Z-16d EACH END M LOFT FLOOR discrepancies shall be reported to the Architect immediately. ® WALL FRAMING -- TOP PLATE TO TOP PLATE (face nailed) 2-16d PER FOOT LOFT '/1' T&G Engineered Bamboo Flooring, VY' Gyp Board,Tape and Spackle 3 Coats, '/2" Gyp Board, Tape and Spackle 3 Coats, 6. Contractor(s) will cooperate with all other trades and will complete work 'in accordance with best TOP PLATE AT INTERSECTIONS face nailed) 4-16d JOINTS-EACH SIDE t Finish as per Owner. i Plaint 3 coats standards and practices. _ 1 p White Ceiling Paint 3 coats STUD TO STUD(face nailed) 2-16d 24" o.c. EAST STORAGE ROOM %" T&G Engineered Bamboo Flooring, VY' Gyp Board,Tape and Spackle 3 Coats, '/2" Gyp Board, Tape and Spackle 3 Coats, 7. All dimensions are nominal and take precedence over scale. All abbreviations are standard. HEADER TO HEADER (face nailed) 1-16d 16" o.c• ALONG EDGES Finish as per Owner. Plaint 3 coats White Ceiling Paint 3 coats TOP_OR BOTTOM PLATE TO STUD (end nailed) 2-16d PER 2X4 STUD - WEST STORAGE ROOM 3/4" T&G Engineered Bamboo Flooring, '/Y' Gyp Board,Tape and Spackle 3 Coats, Y.," Gyp Board,Tape and Spackle 3 Coats, 8. All items of work on the drawings are new, unless otherwise noted. 3-16d PER 2X6 STUD Finish as per Owner. Paint 3 coats White Ceiling Paint 3 coats - - BOTTOM PLATE TO FLOOR JOISTS, BANDJOIST 2-16d PER FOOT ATTICS 9. Proprietary names identifying items of work are ,used solely to prescribe standards of-construction. ND JOIST Items of equal quality may be submitted to the Architect for consideration unless noted otherwise. O BLOCKING nailed) FLOOR FRAMING Unfinished Ulnfinished Unfinished JOIST TO SILL, TOP PLATE OR GIRDER (toe nailed) 4- 8d PER JOIST 10. All wood frame construction shall conform to the American Forest & Paper Association "WOOD FRAME BRIDGING TO JOIST (toe nailed) 2-8d EACH END -� - CONSTRUCTION MANUAL" 1995 SBC -HIGH WIND, latest edition. BLOCKING TO JOIST(toe nailed) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE(toe nail(ed) 3-16d EACH BLOCK 11. All high wind resistant structural metal connections shown on the drawings, or required by code from the r roof to the foundation are to be manufactured by "SIMPSON Strong-Tie" and be "Z-Max" coated. LEDGER STRIP TO BEAM (face nailed) 3-8d EACH JOIST Connectors which are near, on or below grade must be fabricated of a 316 stainless steel. JOIST ON LEDGER TO BEAM (toe nailed 3-8d PER JOIST 9 YP BAND JOIST TO JOIST(erid nailed) 3-16d ..PER JOIST. _ 12. All wood framing members shall have an allowable extreme fiber stress equal to.or greater than structural BAND JOIST TO SILL OR TOP PLATE(toe nailed) 2-16d PER JOIST grade Douglas Fir: -- FROOF SHEATHING STRUCTURAL PANELS 777 WINDOW SCHEDULE Fb = 875 psi Fv = 95 psi E = 1 6010 000 psi 4' PERIMETER EDGE ZONE -RAFTERS 116"o/c 8d 6" @ EDGE/6" IN FIELD _ �- INTERIOR ZONE - RAFTERS 16"o/c 8d 6"@_EDGE/12" IN FIELD - SYM OTY TYPE R. O. SIZE GLASS VENT "U" CATALOG # REMARKS 13, All ACQ treated wood framing members shall have an allowable extreme fiber stress equal to or greater CEILING SHEATING WIDTH HEIGHT SO. FT. SO. FT. VALUE MFG. BY than structural grade Southern Yellow Pine: GYPSUM WALLBOARD 1 1-1/2" SCREWS 7" a EDGE/10" IN FIELD CLAD CASEMENT ANDERSEN WHITE VINYL CLAD,LOW-E H.P.GLASS. MARINE/COASTAL WALL SHEATHING A 2 WINDOW 4' -1" 3'-5 9.9 9.0 0.39 400 SERIES C235 UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH Fb= 875 psi Fv= 85psi E = 1,4010 000 psi STRUCTURAL PANELS NYS BUILDING CODE CLAD CASEMENT ANDERSEN WHITE VINYL CLAD, LOW-E H.P.GLASS. MARINE/COASTAL " " " ++ ++ ++ _ _ 14. All Microlam and/or Parallam headers and girders as well as TJI joists and -beams are to be 4' PERIMETER EDGE ZONE-STUDS 16"alc 8d 6" ci EDGE/12"iN FIELD B 1 WINDOW W/ . 4'-9" 5' -0'/:" 17.1 11.1 0.3110.39 400 SERIES CW235 UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH � 1 designed and manufactured by TRUS JOIST. Installation must be in accordance with manufacturer's INTERIOR ZONE -STUDS 16"o/c 8d 6" EDGE/12" IN FIELD ARCHTOP TRANSOM NYS BUILDING CODE specifications. No substitutions will be allowed! FLOOR SHEATHING CLAD AWNING ANDERSEN WHITE VINYL CLAD, LOW-E H.P.GLASS. MARINEICOASTAL C 2 WINDOW 4'-9" 2'-0'/:" 2.014.0 1.012.0 0.39 400 SERIES A251-2 UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH STRUCTURAL PANELS 1"OR LESS 8d 6" a EDGE/12" IN FIELD NYS BUILDING CODE 15. Contractor(s) is/are to follow all manufacturers' instructions, shop drawings, as well as installation EXISTING CLAD EXISTING WHITE VINYL CLAD GLIDING WINDOW TO BE manuals when installing any prefabricated item(s). R 1 GLIDING WINDOW - - - - - ANDERSEN EXISTING REMOVED AND REINSTALLED IN NEW OPENING. REINSTALLED 16. Floor joists below all bearing and parallel partitions are to be doubled unless otherwise noted on the drawings. NOTE: 17. Double all headers and/or trimmers around all floor and roof openings. Provide crossover venting in CONTRACTOR MUST CONFIRM WiTH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL rafter bays.adjacent to any skylight framing. - WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS., -� 18. Provide solid blocking on all joist spans in excess of 8'-0", unless noted otherwise on drawings., HIGH WIND ZOhdE CONNECTOR SCHEDULE _ .. •- ____. 19. All headers and girders with a span in excess of five feet 5' are to bear on a minimum of 2- 2x4 or 2-2x6 LOCATION MANUFACTURER/ MODEL # MATERIAL/FINISH g P ( ) PRODUCT DOOR SCHEDULE I I jack studs with double floor joists below, unless noted otherwise on drawings. RAFTER TO SIMPSON STRONG-TIE LSTA21 20 GA METAL STRAP TIE Z-MAX SYM OTY TYPE SIZE GLASS VENT "U" CATALOG # REMARKS. ?0. All applicable ode shall be of an approved non-combustible material and installed in accordance with ail RAFTER @ RIDGE COATED SO. FT. SO. FT. VALUE MFG. BY applicable codes. WIDTH HEIGHT THICK RAFTER TO TOP SIMPSON STRONcG-TIE H-2 18 GA METAL HURRICANE TIE Z- EXTERIOR SWING AS AS FIBERGLAS,INSULATED,LOW-E H.P.GLASS, FULLY 21. Wall insulation shall be 5-112" (R-21) Kraft-faced batts with vapor barrier facing warm side of building. PLATE TO STUD MAX COATED 1 1 ENTRY WITH 8'-8" 6'-10 V2" 1-314" - - 0.33 SELECTED SELECTED WEATHERSTRIPPED AS PER OWNER WiTH FULL VIEW Ceiling/Roof insulation shall be 8-1/2" (R-30) or 10-f/4" (R-38) Kraft-faced batts as shown on the drawings SIDELIGHTS MiN. BY OWNER; BY OWNER STORM/SCREEN DOOR,SOLID BRASS HINGES p g g, g insulation shall be 5-1/2" (R-21) Kraft- RAFTER vapor barrier facing warm side of building. Basement ceiling RAFTER TO TOP SIMPSON STRONG-TIE H 10 OR 18 GA METAL HURRICANE TIE Z- INTERIOR PAIR MATCH MATCH PREHUNG UNIT TO MATCH EXISTING, CLEAR FRAME. faced batts with vapor barrier facing warm side of building. PLATE H 10-2 MAX COATED 2 2 PREHUNG 3'-6* 6'-8" 1-3/8" N/A N/A N/A 'EXISTING EXISTING STYLE, MFG.,HARDWARE AND FINISH CONFIRMED WITH SWING OWNER PRIOR TO ORDERING 22. Contractor to p r15vide one layer of buildingpaper p all TOP PLATE TO SIMPSON STRONG H 8 18 GA METAL HURRICANE TIE INTERIOR MATCH MATCH PREHUNG UNIT TO MATCH EXISTING, CLEAR FRAME. er between sub and finish floors or underlayment, withSTRONG-TIESTUD Z-MAX COATED 3 1 PREHUNG 3'-0" 6'-8" 1.318" N/A NIA NIA EXISTING EXISTING STYLE, MFG.,HARDWARE AND FINISH CONFIRMED WITH joints staggered and properly secured. SWING OWNER PRIOR TO ORDERING 23. All windows and doors to be insulated "Low E" high performance impact resistant with screens STUD TO BOX SIMPSON STRONG-TIE MSTA36 16 GA METAL STRAP TIE Z-MAX INTERIOR t MATCH WATCH PREHUNG UNIT TO MATCH EXISTING, CLEAR FRAME. g p p glass, BEAM TO STUD COATED 4 1 PREHUNG 2'4" 6'-$" 1.3/8" N/A NIA NIA EXISTING EXISTING STYLE, MFG.,HARDWARE AND FINISH CONFIRMED WITH and operating hardware. Coastal Upgrade and stainless steel hardware suitable for a marine climate is to STUD TO BOX SIMPSON STRONG-TIE LSTA21 20 GA METAL STRAP TIE Z-MAX ISWING OWNER PRIOR TO ORDERING be used on all windows and doors. Contractor is to confirm operation, style, finish, color and BEAM AND PLATE COATED _ _ manufacturer with Owner prior to placing order. RAFTER TO SIMPSON STRONG-TIE H 10 18 GA METAL HURRICANE TIE Z- 24. All windows and exterior doors to have aluminum or wood drip caps and flashing. LEDGER @ WALL MAX COATED -;' '�'� 25. A ++W�IQOW & DOOR AL', -R TEN l; 1J , All door hardware, butts and doorstops to be solid brass. Entry, lock& latchsets are to b� Schla e A or RAFTER TO TOP SIMPSON STRONG-TIE HTS 16 14 GA METAL TWIST STRAPS 9 8 series, or approved equal. Style and finish as directed by Owner. OF GIRDER Z-MAX COATED � � � � ``� sTU'r4 Architect reco en use of pact re ist;a t gl ing only. Use of wood Bearing ROOF GIRDER BEARING PLATE, ROD & 9 26. All shelving and casework to be given an allowance with style and finish as selected by Owner. THRU COLUMN TO COUPLER NUT, ALL Z-MAX structural panels sign d and c ified b�i a Prfessional Engineer, in lieu of Plate SIMPSON STRONG-TIE STRR 1/2 impact resistant laz al ou h C ego )ant, is not considered an 27. Contractor to provide prefabricated closet system or 16" x 'h" PTS plywood shelving with edge band FOUNDATION COATED p 9 �i,9 .g� ►�l� acceptable option by thb Arc`hltect addlwiiI be the sole responsibility of the and/or 1-3/8" diameter wood poles at all closets.' Layout as directed by Owner. DECK JOISTS TO SIMPSON STRONG-TIE MTS 12 16 GA METAL TWIST STRAPS Z- DECK DECK GIRDER MAX COATED Owner. The Owner agree�by/hi ign�Il"e below to totally hold harmless the x / 28• Contractor to provide and install all interior and exterior trims to match existing or as otherwise directed _ Architect from any liabilit �ivIth re rt! to thl �installation, use and removal of said ; DECK GIRDER TO _ 2-5/8" DIA. GALV. MACHINE - /y I by the Architect or Owner. wood structural panels. - • • i I'� POST BOLTS, NUTS & WASHERS 29. All interior stair treads and risers to be code compliant. Provide 3'- 0" high min. railings and guards a p 9 9 9 s DECK POST TO SIMPSON STRONG-TIE PBS 44A 12 GA. BASE, 14 GA. STRAP, c!' per code and as shown on the drawings. CONC. FOOTING - POST BASE, STAINLESS STEEL Accepted by Owner s)" 'spate: ---r1_ 30. Contractor is to clean all door and window glass, as well as leave all floors, walls and ceilings free of Double 2x debris immediately prior to final completion. 1 /2.rod ---- > -•minimum required for header for STUYz 1 or beam ---Threaded Rod ---CNW Coupler Nut Minimum CROSS SECTION END VIEW CROSS SECTION END ViEW edge distance ENERGY CONSERVATION NOTES : Mini um end di ce 1. This residence addition has been designed for and meets all the requirements of Chapter 11 of the New York = .4 State Residential Code and Chapter 5 of the New York State Energy Conservation Construction Code. CEILIN- % _ CEILIN ' ` • • - - % of Glass = Area of glass in sq.ft. = 65 = 7.1 % glass AFC __T_ q � • • Area of sidewall in sq.ft. 920 r", GIST JOIST 2. All doors with glazing and windows, to hz1ve insulated glass, thermal break, weather-stripping and be flashed l as required with a maximum "U" value of.40 (minimum "R"value of 2.5) and a maximum infiltration rate of .30 cfm per square foot. Minimum: Allowable Allowable Model Adhesive; Anchor ' Drill Bit Minimum Min.End ,Min.Edge Tension Tension Anchor peed and flashed as required with a No. Type Diameter Diameter I Embedment , i Distance , Distance 3. All opaque exterior doors to be insulated thermal break, weatherstri .- - � length � (100) 1133) ! q -- ----- ----- maximum "U"value of.35 (minimum "R" value of 2.9) and a maximum infiltration rate of.50 cfm per square AT 'h" 9'e` 4h` 7' 6/e" fiYe"-A r �y 4000 _ foot. SET h" SET - h" - 3/8" 6` 8/4 6aie" 1.3/4' r 4000 ----- -- ' 3 - N 1 AT v�- _ _ _ Y- s e 1,. _ E� , ao_oo ; 4. HVAC equipment must conform to Section N1103 of the New York State Residential Code and/or section 503 1 Design Iced is based on the lesser of the allowable tension load based on bond stength, - of the New York State Energy Conservation Construction Code. • steel strength of the rod or coupler nut,or the bearing load from the top plate 1 A!!un-mh!e bond slrengih toads have been increased 33 1,716 for earthquake or wind " # . loading wdh no further Increase allowed:reduce where other loads govern j f For twn pour Cond,hon,tncrea"anchor length and embedment 4' 4 Coun!er nut to be A307 or better 5 Tension loads for steel are based on grade A307,'SAE1018 threaded rod. ' •. '• f The STRRth system consists of one bearing plate.one'h'X 12"all thread rod, • �' and one'12*coupler nut wO witness holes.;4'threaded rod by others FLObR FLOOR JOi$T 101 T TITLE t2 4r Z 4:_ _�11 - • To T�-1 I✓ LOCATION 2 Z 4 e, 1 --�'L.-�✓p. arch it c ct SCALE L L W0'+ ;P7 QREVISEDO I�hU� DRAWING No UPLIFT CONNECTIONS LATERAL FRAMING'CONNECTIONS 1230 Traveler Street Southold N.Y. 11971 DATE q - L- c f� NOT TO SCALE NOT TO SCALE i • 631 - 765 - 5455 DRAWN BY PROJECT N 9 /�`\• e7 7 ,> ©�•-',r) I•x.o g-e ran'-air.